Agenda 12/09/2014 Item #16A10 12/9/2014 16.A.10.
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Winding Cypress Phase One, (Application Number PPLA-
PL20140001143) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the
final plat of Winding Cypress Phase One, a subdivision of lands located in Section 34, Township
50 South, Range 26 East, Collier County, Florida, following the alternative procedure for
approval of subdivision plats pursuant to Resolution 99-199. This procedure allows for the
Board to approve the plat and associated construction documents for construction purposes and
recording purposes concurrently.
CONSIDERATIONS: The Engineering Services Department has completed the review of the
construction drawings, specifications, and final plat of Winding Cypress Phase One. These
documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Winding Cypress PUD. All fees have been paid. Security in
the amount of 10% of the total cost of the required improvements, and 100% of the cost of any
remaining improvements, together with a Construction and Maintenance Agreement for
Subdivision Improvements, shall be provided and accepted by the County Manager or his
designee and the County Attorney's office prior to the recording of the final plat. This procedure
is in conformance with the County Land Development Code -- Section 10.02.04.
The Engineering Services Department recommends that the final plat of Winding Cypress Phase
One be approved for recording.
A previous version of this plat was approved by the Board on March 25, 2014, as item 16-A8.
The current plat has an additional cul-de-sac with 15 Lots. The Opinion of Cost has increased by
$443,463.09.
FISCAL IMPACT: The project cost is $5,540,664.97 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water& Sewer $1,365,950.67
b) Drainage,Paving, Grading $4,174,714.30
The Security amount, equal to 110% of the
project cost, is $6,094,731.47
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
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12/9/2014 16.A.10.
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $168,219.95
The Fees are based on a construction estimate of$5,097,201.88 and were paid in September and
December 2013 and July 2014.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00+ $5./ac) $ 2,000.00
b) Construction Drawing Review Fee
Water& Sewer(.75%const. est.) $10,244.63
c) Drainage, Paving, Grading
(.75% const. est.) $31,310.36
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) $30,733.89
e) Drainage, Paving, Grading
(2.25%const. est.) $93,931.07
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of
Adequate Public Facilities prior to the issuance of the construction plan final approval letter.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval. - SAS
RECOMMENDATION: Recommendation that the Board of County Commissioners
endorse staff's recommendation to approve the final plat of Winding Cypress Phase One
(Application Number PPLA-PL20140001143) for recording with the following stipulations:
1. Approve the amount of$6,094,731.47 as performance security for the required
improvements; or such lesser amount based on work completed, and as is approved by the
Engineering Services Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the
County Manager or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction
and Maintenance Agreement is approved and accepted by the County Attorney's
office and the Board of County Commissioners or the County Manager or his
designee, or his designee on behalf of the board pursuant to Section 10.02.04 of the
Land Development Code.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Growth Management Division
Attachments: 1)Location Map 2)Plat Map 3) Opinion of Probable Cost
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12/9/2014 16.A.10.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.10.
Item Summary: This item requires that ex parte disclosure be provided by Commission
members. Should a hearing be held on this item, all participants are required to be sworn in.
Recommendation to approve for recording the final plat of Winding Cypress Phase One,
(Application Number PPLA-PL20140001143) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 12/9/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Natural Resources
11/5/2014 2:35:25 PM
Approved By
Name: McLeanMatthew
Title:Project Manager, Principal, Operations and Regulatory Management
Date: 11/18/2014 8:15:10 AM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 11/19/2014 3:46:24 PM
Name: CasalanguidaNick
Title: Administrator-Growth Management Div, Business Management&Budget Office
Date: 11/23/2014 10:39:50 PM
Name: PuigJudy
Title: Operations Analyst, Community Development&Environmental Services
Date: 11/24/2014 8:40:16 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 11/24/2014 8:55:41 AM
Name: IsacksonMark
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12/9/2014 16.A.10.
Title: Director-Corp Financial and Mngmt Svs, Office of Management&Budget
Date: 11/24/2014 9:24:10 AM
Name: OchsLeo
Title: County Manager, County Managers Office
Date: 11/30/2014 7:52:01 PM
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5.1 CLAMSHELL I ANE OPINION OF PRORAEI F COST
Winding Cypress Clamshell Lane Cost Summary
_
Description Cost
Earthwork ----__--____ $ 26,683.00
Sanitary Sewer $ 71,112.71
Potable Water ---^ $ 55,055 45
irrigation&Landscaping $ 5,000.00
Dranage $ 110,840.00
Pav ng -__-_ $ 164,771.93
Total $ 443,463.09
Earthwork ,
Description Qty. Unit Unit:Price Total Price
'Excavc.tior --_ _-_-_----- 3,1:38 $ 1.75 $ 5,491.50
Import Fill 3,853 CY $ 5.50 $ 21,191.50
Clearing 5 AC $ 3,400.00 $ 17,000.00
Total $ 26,683.00
Sanitary Sewer
---------- --------- --- --
Description Qty. Unit Unit Price Total Price
6"Single PVC Sewer Service wi Cleanout 3 EA, $ 613.12 $ 1,839.36
6"Double PVC Sewer Sertiice w/Cleanout 6 EA $ 723.35 $ 4,340.10
1,'1E"PVC Sanitary Sewer SDR-26(0'-6'Depth) 670 $ 20.00 $ 13,400.00
8"PVC Sanitary Sewer Service(6'-8'Depth) 444 L= $ 23.00 $ 10,212.00
8"PVC Sanitary Sewer SDR-26(8'-10'Depth) ----�---- 203 I-= $ 30.00 $ 6,090.00
Sanitary Manhcle(0-6'Dept)-Complete 4 EA $ 3,500.00 $ 14,000.00
Sanitary Manhcle(15-8'Death)-Complete ----- 2 EA. $ 4,200.00 $ 8,400.00
Sanitary Manhcle(8'-10 Depth)-Complete 1 EA $ 4,600.00 $ 4,600.00
Television Inspection --_— ---- 1317 $ 1.25 $ 1,646.25
Rock Excavation 1317 l_F $ 5.01) $ 6,585.00
Total $ 71,112.71
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Potable Water
Description ----__� (qty, Unit Unit Price Total Price
1"Sing`-e Water Service Complete--�- _-- 7 EA $ 437.51 $ 3,272.57
1 1/2"Double Water Service-Coir plate 4 EA $ 89'7.75 $ 3,591.00
B'PVC Water Main DR-18 1,327 Li' $ 14,00 $ 18,578.00
8"Gale Valve 1 EA $ 1,000.00 $ 1,000.00
Fire Hydrant Assembly-Complete -__--� 4 EA $ 240.97 $ _-_12,963.88
T ern porary Sam ple Point —_---,___-�1 EA $ 333.00 $ __— 300.00
Pennanent Sample Point --_ 1 EA $ $ 100.00
Automatic Flushing Dunce --,----, 1 EA $ 1,253.00 $ 1,250.00
Air Release Valves 2 EA $ 2,003.00 $ 4,000.00
Extra Fittings 1 LS $ 5003.00 $ 5,000.00
Deflections _-----_ 1 LS $ 51))3.00 $ 5,000.00
— — Total '.1 55,055.45
Irriaation&Landscaping •
Description Qty, Unit Unit Price Total Price
Irrigation --`---_ 1 --LS $ 7,533.00 S 7,500.00
Landscaping --�---^ 1 LS 1$ 7,53100 S 7,500.00
Total 5 15,000.00
(V:Projects 01(1\\1 Pulte Group.I 14-19 Wind;ng Cypres.Ph l PPLA',03 Design and Pennitting£r,gincer's Report rtEVOl.docx
93
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� � � ���`'� ��`` ^��^ � , - ` '� ��' �/ �,���` `�
- -- — ---
Description Qty. Unit Unit Price Total Price
15' RCP 237 L7 � $ 25.00 5 5,925.3)----- --__-_---___--_---__-
24yRCP 168 LF $ 40.00 5 6,760.3D--------- -- 793 LF $ 85.00 $ 67,405.03
24 Mitered End Section 1 EA $ 1 150I0 5 1.150.33
}� ��mdEndSe�un 1 EA | � 32OU{0 $ 3,200.33
-------- ------------ ---- ----'---Valley Gutter Inlet 6 EA $ 2500D0 5 15.000.3 3
Junction Box 2 EA $ 24OODO 5 4,800.33
^Clr�| ----____-- 3 EA $ 2 200 5 6j0.3
Total 5 110,840.00
Description [ Unit Price Tot!Price
�~�ahx�r��ir�� � � $ � � 8�925
34~Psmhalo Concrete Second Lift 3,617 5.78 5 2C,90620
B''LimeookBose 3,07 SY 128O 5 46.297.60
__- __-
12^�a�i|iaodSu\�redu 4,643 SY $ 3.24 5 15,043.32
__-_-
Valley Gutter 2.921 LF j $ 7.00 1 22.198.60
Curb, A 157 LF / $ 11.70 1 1,836.90
4"Concrete Sidewalk 724 SY $ 36.45 1 26.389.80
�^|jmemnk[�aso 724 OY $ 11.50 5 6,326.00
--' ---------
r---------
12'3'ati|imd3ubg/ode 724 GY $ 324 1 2.34576
'Signing 8Marking 1 LS $ 1.50080 5 1.500.00
Sod(2 BOO) _ 651 SY $ 144 5, 93744
Tgt& $ 1E4,771.93
w.u+nec*zum'.' p"/t:oraup,/w'n Winding crw:s,m1ppC./0w3 Des,r/and Penn;"an:s"»irL=cx Report FEW/.uoc"
94
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